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Foundation Plan

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ETABS
f'c=3000 psi , fy=50000 psi
Soil Bearing = 1tsf
Foundation depth = 2.4m
700mm thick Mat Slab
18mm @ 150mm c/c bothway two layer
MB600x900
5-25mm (top/bottom throughtout steel)
2-25mm(torsion steel)
Stirrup 2-12mm@125mm c/c spacing
ETABS v9.7.4 - File: 4 Storeyed Steel Building - September 9,2020 15:32
Plan View - BASE - Elevation 0 - lb-in Units
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